Sanitary Sewer Management Plan

Transcription

1 California State University East Bay Sanitary Sewer Management Plan December 2016

2 Table of Contents Section One 1 Goals... 1 Section Two 2 Legal Authority... 2 Section Three 3 Organization for Plan, Implementation and Reporting... 3 Section Four 4 Operation and Maintenance Program... 4 Section Five 8 Design and Performance... 8 Section Six 9 Overflow Emergency Response Plan... 9 Section Seven 14 Fats, Oils, and Grease (FOG) Control Program Section Eight 16 System Evaluations and Capacity Assurance Plan Section Nine 19 SSMP Audits Section Ten 20 Communication Program Attachment 1 21 Reporting Requirements... 21

3 Section One Goals California State University Eastbay (CSUEB) is required under the the Waste Discharge Requirement (WDR) Order No DWQ, adopted by the State Water Resources Control Board (SWRCB) on May 2, 2006 to develop and implement a Sanitary Sewer Management Plan (SSMP) and follow monitoring and reporting requirements as outlined in WQ EXEC. The SSMP describes how the CSUEB will effectively manage its waste water collection system. Effective management of a wastewater collection system includes targeted goals to maintain and improve functionality of the system: The goals of this plan are the following: 1. To effectively manage, operate, and maintain all parts of the wastewater collection system 2. Minimize the frequency of Sanitary Sewer Overflows (SSOs) 3. Provide notification and reports to required regulatory agencies in a timely manner 4. Decrease the release of Fats, Oils, and Greases from CSUEB facilities Sanitary Sewer Management Plan CSUEB 2015v4.doc Goals / Page 1

4 Section Two Legal Authority Ultimate legal authority for the California State University, Eastbay SSMP rests with the Board of Trustees for the California State University per Education Code Section However, per Executive Order No. 847 Policy Statement on Facility Maintenance, The campus president is assigned the responsibility to ensure that appropriate resources are directed toward meeting the requirement of proper operations and maintenance of the campus physical plant. This includes implementation of the SSMP. All wastewater generators and sources are University-controlled. As such, there are no additional ordinances, Memorandums of Understanding or service agreements. Policies and procedures for the SSMP are jointly developed, implemented and enforced by the University s Departments of Facilities Operations and Planning and Environmental Health and Safety. Sanitary Sewer Management Plan CSUEB 2015v4.doc Legal Authority / Page 2

5 Section Three Organization for Plan, Implementation and Reporting Assistant Vice President of Facility Operations and Planning Responsible for the overall long-term planning and oversight of Campus maintenance, minor and major capital improvements and construction related to the SSMP. Works with staff to identify and allocate present and future funding requirements as it relates to this SSMP. Responsible for ensuring Enterprise Service employees and contractors comply with the requirements of this SSMP. Director of Facilities Planning, Design, and Construction (PDC) Responsible for the overall long-term planning and oversight of minor and major capital improvements and construction related to the SSMP. Director for Facilities Management Responsible for the development, implementation and oversight of the SSMP. Develops implementation schedule, identifies future needs with input from the Directors of Facilities Planning and EH&S and communicates these to management. Additionally, is identified as one of the reporting backups. Director of EH&S Develops written plan, communicates needs of program to management, and insures employees are properly trained. Completes the monthly discharge and certification of nondischarge reporting as well as notifying appropriate agencies of SSOs. Maintenance Manager Responsible for overseeing the day-to-day implementation of the SSMP. Implements all operations and maintenance aspects of the program and acts as one of the reporting backups. Plumbers Critical front line group that is likely to be the initial individual to identify a system irregularity. They will attend and apply skills required to properly and safely operate and maintain the sanitary sewer system and maintain compliance with the requirements of this plan and other regulations. The Plumbers will be the trades group to respond. Supervising Plumber is responsible for ensuring field staff properly follow and implement the SSMP. Grounds and Custodial workers may be asked to assist in a support role. Sanitary Sewer Management Plan CSUEB 2015v4.doc Organization for Plan, Implementation and Reporting / Page 3

6 Section Four Operation and Maintenance Program To reduce and prevent SSOs the SSMP establishes measures and activities to facilitate the proper management, operation, and maintenance of all parts of the sanitary sewer system. Measures and activities include maintaining system maps, scheduling routine maintenance, identifying, and addressing system deficiencies, providing public education, and describing fiscal resources and training. 4.1 Regulatory Requirements for Operations and Maintenance Program The WDRs require that the SSMP contain descriptive measures of CSUEB s Operations and Maintenance (O&M) Program that are implemented by campus staff to facilitate proper and efficient management and maintenance of the sanitary sewer system and the affected appurtenances. The WDRs require that the SSMP include a description of each of the following components as they apply to CSUEB s sanitary sewer system: a. Maintenance of up-to-date sanitary sewer system maps showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater conveyance facilities; b. Routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventive Maintenance Program should have a system to document scheduled and conducted activities, such as work orders; c. Development of a rehabilitation and replacement plan to identify and prioritize system deficiencies and implement short-term and long-term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short and long-term plans plus a schedule for developing the funds needed for the capital improvement plan; d. Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and repair contractors to be appropriately trained; and e. Development of equipment and replacement part inventories, including identification of critical replacement parts. 4.2 Discussion of Regulatory O&M Components To address the components listed in Section 5.1 and as required by the WDRs, the following subsections provide a summary of the applicable O&M procedures currently implemented Sanitary Sewer System Mapping The location of CSUEBs wastewater collection system pipes and associated appurtenances are maintained by the Planning, Design, and Construction department and documented in AutoCAD. The information contained in the AutoCAD files includes pipeline location and sizes and manhole and Sanitary Sewer Management Plan CSUEB 2015v4.doc Operation and Maintenance Program / Page 4

7 cleanout locations. Additionally, pipe material and length, and manhole and cleanout identification numbers, and lateral locations and length are also documented. The Planning, Design, and Construction Department also maintains all as-built drawings. The following table outlines the required and recommended information for the drawings. Facility type Required Basic Information Additional Map Information Manholes ID number or other unique identifier Location, with reference to streets and property lines Depth GPS coordinates Date built Rim elevation Invert elevation Size Material Type Worker safety information Pipes Pump Stations ID number or other unique identifier Location, with reference to streets and property lines Size Direction of flow Length Material type Plan or as built ID number ID number Location Date built Slope Pipe invert elevations Any additional information normally available on the GIS or drawings. Grease interceptors ID number Location CSUEB s Preventative Maintenance Program Generally, the operation and maintenance activities pertaining to the campus wastewater collection system is the responsibility of the Facility Operations Department. The preventative maintenance program primarily includes scheduled maintenance of sewer mains, high frequency maintenance locations (HFMLs), and the inspection of wastewater facilities as required. All preventative work, as well as repair work is documented via electronic work orders on Facility Operations computer maintenance management software (CMMS), TMA. System Cleaning Generally, the sewer mains are cleaned as determined necessary by the Facility Operations staff. HFMLs are cleaned using a hydro jet or snake in selected targeted areas based on staff s general knowledge of the system. Additionally, the discharge lines originating at grease interceptors are jet cleaned annually. Root Control CSUEB conducts treatment only on an as needed basis. However, in the event that more extensive root treatment is required, Facility Operations has the authority to execute a contract with a contractor for performance of specific related services Inspection and Condition Assessment Program Sanitary Sewer Management Plan CSUEB 2015v4.doc Operation and Maintenance Program / Page 5

8 Regular and systematic inspection and assessment of sanitary sewer system facilities provides a means to monitor the condition of the facilities, the effectiveness of the maintenance operations, and a basis for identifying and scheduling capital improvements. As well, the overall assessment can be used to determine the funding required to repair, rehabilitate, and replace an aging collection system and to prioritize the allocation of funds and optimize the expenditure and efforts to operate a sewer system. The following is a summary of CSUEB s current inspection efforts of the campus wastewater collection system. Pipelines: Facility Operations staff does not currently perform the routine inspection of the sewer system mains. However, the Facility Operations Department maintains an open Purchase Order to facilitate retaining contractor services in the event the inspection of specific pipelines is required. Facility Operations Department has the capability to perform CCTV inspection of the campus wastewater collection system. Manholes: Facility Operations staff currently conducts the random visual inspection of the sewer system manholes or as required by the Planning, Design, and Construction Department in preparation for an upcoming and/or potential project. The routine inspection and assessment process helps in prioritizing projects as the condition of the pipe is typically the primary factor. Facility Operations is considering developing and implementing a video inspection program that is performed on a regular basis and that is appropriate for the size of the system to ensure proper system operation and identify potential maintenance problems such as root intrusion, inflow and infiltration, breaks, and/or joint displacement Repair & Rehabilitation Program The California State University Eastbay rehabilitation and replacement program is based on the age and condition of the portion of the system of concern. These factors as well as other considerations such as risk, past blockage or SSOs and level of use all determine the priority placed on the scheduling of necessary work. The regular inspections, jetting and video documentation referenced in the previous section are the primary methods of identification. When rehabilitation or replacement work is identified and the appropriate schedule is determined funding is identified. The timing of the repair ranges from immediate need associated to a failure or eminent failure to the need for routine replacement up to several years into the future. Funding will be identified from numerous sources based on the necessary scheduling. Emergency repairs are addressed through existing operating budgets out contingency funds based on the size, while larger capital projects are normally funded through the Chancellor s Capital Improvement Program (CIP) Development Planning A well planned short and long range program for the wastewater collection system allows CSUEB to plan, design, and construct sewer infrastructure projects in an organized manner that best serves its stakeholders. In January 2008, CSUEB completed the University Facilities Master Plan to evaluate the existing utilities currently serving the existing CSUEB campus and evaluate various alternatives for improvements. The evaluation revealed that the wastewater collection system is generally adequate in size to support the present needs of the campus. Additionally, the existing system possesses significant available capacity and should be able to accommodate planned future expansion. CSUEB Short Term Planning CSUEB continues to manage and maintain the existing infrastructure. CSUEB s short-range plan includes responding to the immediate needs of the wastewater collection system on an as needed basis. As improvements are identified, the Facility Operations Department initiates a project which includes developing a scope and implementing the necessary actions to address the repair, rehabilitation, and/or replacement of the facilities. Sanitary Sewer Management Plan CSUEB 2015v4.doc Operation and Maintenance Program / Page 6

9 CSUEB Long Term Planning Several factors determine the priority of projects identified during the assessment process, including condition, goals to prevent sanitary sewer overflows, providing sufficient system capacity, reducing infiltration and inflow in pipes located below the water table, or reducing maintenance efforts by improving the pipe condition. Other considerations include coordinating surface and utility improvements that may be impacted by improvements. Integrating the results of the inspection and assessment efforts, with capacity related efforts, CSUEB will ensure a proactive and comprehensive long-range planning effort. Prioritizing projects for its wastewater collection system relies on several factors including: Severity and extent of the conditional defects Estimated remaining useful life of the facilities Maintenance records (condition findings) and SSO occurrences Identified, major expansions and/or improvements Using this data, CSUEB can include condition related projects onto its current CIP and include projected costs and dates for the start and end of construction. As projects are identified, Facility Operations staff should develop and track a list of projects and review the list on a regular basis to revise the priorities and update estimated costs based on new and updated information. This would ensure the necessary projects are completed in a timely manner, thereby reducing the potential occurrence of an SSO Training It is the responsibility of Environmental Health & Safety and Facilities Management to ensure training for all personnel who may be called upon to respond to a SSO, including Police Services, Facilities Management and EH&S staff and management. Initial training sessions will be conducted and as needed thereafter. Staff will be informed of changes, following the annual update of this Plan. Facilities Management is responsible for training their employees on to properly operate the associated equipment. These training records will be maintained by Facilities. All other records will be maintained by their departments and EHS. Training may include classroom and exercises, on and offsite. The scope of the training shall include: 1. Familiarization with this Plan and the terms used; 2. Use of personal protective equipment (PPE); 3. Location of and use of equipment and materials; 4. Familiarization with potential spill locations; 5. Proper portable pump capacity selection and the setup of temporary suction and discharge piping. (Facilities Employes only) 6. Environmental, health and safety training as it relates to this work. This may include but is not limited to confined space, blood borne pathogens, and lock-out/tag-out Equipment and Replacement Part Inventories The Facility Operations Department maintains an inventory of regularly used replacement parts and equipment on site. For implementation of repairs that extend beyond Facility Operations internal resource capabilities, the department maintains an open purchase order with several local companies that maintain a supply of the necessary items they stock Contractors The University Representative or Project Manager is responsible for overseeing the Contractor s work and verifying they are following local, state, and federal ordinances as they relate to the work. These may include, but are not limited to storm water protection, confined spaces, and fall protection. The University Representative or Project Manager will coordinate the work with University staff as applicable. Sanitary Sewer Management Plan CSUEB 2015v4.doc Operation and Maintenance Program / Page 7

10 Section Five Design and Performance Regulatory Requirements for Design and Performance The WDRs require that the SSMP address the following: 1. Design and construction standards and specifications for the installation of new sanitary sewer system, pump stations, and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and 2. Procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for rehabilitation and repair projects. Design Standards for Installation, Rehabilitation and Repair The design standards will conform with the applicable Civil and Plumbing Codes that are in effect during the period of time that the new construction or repair as well as local municipal codes. Work must be performed in accordance with applicable federal, state, and local codes, laws, and ordinances. The Office of the Chancellor, Capital Planning, Design and Construction has outlined the requirements for contractors in the document Contract General Conditions for Design-Bid- Build (Major Capital Outlay) Projects. Design of wastewater facilities that are considered non-standard, such as pump or lift stations, not included in building standards require prior approval from appropriate CSUEB staff beefoer design begins. Inspection and Testing Standards All construction contracts have a quality control provision for inspection and testing of the construction project. Inspection and testing of new or rehabilitated facilities ensures that the established standards are being implemented in the field. Acceptance testing for gravity sewers can include: low pressure air test or water to identify leakage, mandrel test to identify deflection of flexible pipe, water or vacuum test of manholes to identify leakage, and television inspection to identify grade variations or or other construction defect. Sanitary Sewer Management Plan CSUEB 2015v4.doc Design and Performance / Page 8

11 Error! No text of specified style in document. Section Six Overflow Emergency Response Plan Overview This section describes the personnel tasks, equipment and planned response to a SSO. The response shall be directed toward: Control or limitation of the volume of wastewater discharged, terminating the discharge if possible. Contain and capture the spill or sewer overflow to the maximum extent possible including preventing the discharge of sewage into surface water. Establish perimeters and control zones with appropriate positioning of traffic cones and barricades, service vehicles, or use of natural topography (e.g., hills, berms, embankments) and mounded soil and sandbags. Promptly notify regulatory agencies communication centers of preliminary spill information and potential impacts. Protect public health, environment and property from sewage spills and restore the surrounding area as soon as possible. Minimize the exposure to any regulatory agency penalties and fines, and other legal actions. Responsibilities of Primary Responders Police Services Respond to calls and alarms related to sanitary sewer overflows, assess and secure the scene, contact Facilities Management and Environmental Health & Safety personnel. 1. Receive notification or observe spill. 2. Dispatch personnel to the scene. 3. If a breach has occurred, the responding patrol officer will take the following actions: a. Report back his/her observations to dispatch. b. Provide traffic and crowd control. c. Call for additional support if needed to prevent unauthorized access into the impacted zone. d. Simultaneously, Dispatch shall initiate 24 hour emergency callouts to Facilities Management and Environmental Health and Safety personnel. Sanitary Sewer Management Plan CSUEB 2015v4.doc Overflow Emergency Response Plan / Page 9

12 Error! No text of specified style in document. e. If the spill is too large for University personnel to control in a timely manner, dispatch shall initiate emergency callouts to the appropriate Service Contacts (listed below). f. If appropriate, initiate and complete evacuation of University buildings; g. Take further actions as conditions require. Facilities Management Facilities Management shall implement remedial actions, to the extent they may be applicable to the discharge, as described in this Section under Spill Abatement Procedures, including the following: 1. Interception and rerouting of wastewater flows; 2. Vacuum truck recovery of sanitary sewer overflows and wash down water; 3. Cleanup of debris at the overflow site. Environmental Health & Safety The Environmental Health officer shall be responsible to: 1. Report to regulatory authorities and other entities as described. 2. Conduct sampling to determine the nature and impact of the SSO; and 3. Conduct public notification to protect the University staff and students from exposure to the SSO. Equipment The University stocks and maintains the following equipment that can be used for cleaning up spills: University Equipment and Supplies Available For Use In Cleaning Up Spills No. Equipment Customary Storage Location Plumber s truck Corporation Yard-Plumbing Vacuator Corporation Yard-Plumbing 8 Portable gas pumps Corporation yard-irrigation 2 Portable electric pump Corporation Yard-Plumbing 6 Portable generator Corporation Yard-Electricians 1 All-terrain vehicle Corporation Yard-Grounds 1 Tractor with blade Corporation Yard-Grounds 1 Dump Truck Corporation Yard 1 Backhoe/loader Corporation Yard n/a Sandbags Landscape material storage n/a Biodegradable detergent Housekeeping warehouse Sanitary Sewer Management Plan CSUEB 2015v4.doc Overflow Emergency Response Plan / Page 10

13 Error! No text of specified style in document. n/a Wash-down hoses Corporation Yard, Boiler Plant 1 Gas power-washer/sewer-rodder Corporation Yard n/a Various fittings/pipes repair unions Plumbing Shop n/a Personal Protective Equipment; tyvek suits, boots, gloves, face shields, eye protection, respirators Facilities Equipment Storage n/a not applicable Spill Abatement Procedures The first responding personnel will take the following actions: 1. Don the necessary personal protective equipment (PPE); 2. Install storm drain inlet covers over all impacted and threatened storm drain inlets. A combination of storm drain covers and sand bags will be maintained to protect the necessary drain inlets. Specific drain inlets will be visually identified and verified by campus site plans available at facilities Management Office and on management laptop. 3. Determine the source and cause of the spill; 4. Take immediate steps to stop the spill or overflow (e.g. relieve pipeline blockage, manually operate controls, repair pipe, open valves, etc). Extra care should be taken in securing the work site immediately adjacent to property lines and/or drainage ways. 5. If pump-around operation is required, monitor the pumping operation. Management leading the response will take the following actions, as appropriate for the particular SSO: 1. Contact the contracted sewer cleanup company to respond immediately with appropriate equipment and materials if needed. 2. Assess or delegate assessment of any stormwater system impact. 3. Work with County and State Emergency Reponse personnel to determine decontamination steps, any area of public notifications, and environmental sampling. 4. In the event of a sewer line blockage or collapse, determine whether a portable pumparound operation to direct flows around the defective or damaged piping is needed. If needed, take the necessary steps to obtain the personnel and equipment for the pumparound operation. 5. Determine if non-university property has been impacted. If non-university property is affected notify the property owner, resident or business by direct contact. If direct contact cannot be made, leave a message at the residence or business to contact the University. Include property owner contact information on the report of the spill. When cleaning up a spill or overflow site the following procedures shall be observed: Sanitary Sewer Management Plan CSUEB 2015v4.doc Overflow Emergency Response Plan / Page 11

14 Error! No text of specified style in document. Sewer overflow sites including contaminated soil, stream banks, and shorelines of other types of bodies of water, shall be thoroughly cleaned after an overflow. Solids and other debris shall be swept, raked, picked-up and transported to a proper disposal area. No readily identifiable residues (e.g., fecal matter, rags, papers, or plastics) shall remain. Where practical, the area shall be thoroughly flushed and the wash-down water shall be contained and properly disposed of into the sewer. Heavy flushing shall be avoided when containment of washdown water is impractical or impossible. The overflow site shall be secured to prevent contact by the public until the site has been thoroughly cleaned. In restricted conditions, the overflow site shall be disinfected and deodorized following cleanup of the site. Disinfection and deodorization will be conducted at the direction of the Alameda County Department of Health Services or the Regional Water Quality Control Board. Disinfection shall be restricted to overflows near public access areas, and should only be used if there will be no release of chemicals to surface water. The disinfectant and any wash water shall be collected and returned to the sewer. Where sewage has resulted in ponding, the pond shall be pumped, if practical, into tanker trucks or the University collection system. Notification and Reporting EHS will complete all notifications, certifications, and reporting requirements as outlined in the STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD ORDER NO. WQ EXEC AMENDING MONITORING AND REPORTING PROGRAM FOR STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS. The General Order has established reporting requirements for Category 1, Category 2, and Category 3 SSOs. See Attachment 1. Monthly Reporting If there are no SSOs during the calendar month, EH&S will provide, within 30 days after the end of each calendar month, a certification to the Online SSO System that there were no SSOs for the designated month. Sanitary Sewer Management Plan CSUEB 2015v4.doc Overflow Emergency Response Plan / Page 12

15 Error! No text of specified style in document. Table 6.1 University, Regulatory and Contractor Contacts a. California State University Eastbay Contacts Department Location/Position/Name Number University Police Department (UPD) Facilities Operation Environmental Health & Safety Emergency Office Call UPD Director EH&S 911 (internal phone) b. Public Agency Contacts Emergency Assistance Emergency/CA Highway Patrol Hazmat Unit City of Hayward Fire Department/Hazardous Materials Dispatch: City of Hayward Water Pollution Source Control Office: (510) c. Public Agency Contact Information California Emergency Management Agency (EMA) formerly OES Alameda County Notification The Alameda County Public Works Agency, Water Resources Director of Public Works Attn: Spill notification 399 Elmhurst Street Hayward, CA Regional Water Quality Control Board (RWQCB) Region 2 Spill Notification Hotline- staffed during business hours and checked regularly during non-business hours. RWQCB 1515 Clay Street, Suite 1400 Oakland, CA Water Pollution Control Facility - Hayward California Department of Fish and Game (DFG) NORCOM Dispatch Center (24 hr): U.S. Environmental Protection Agency 24/7 environmental emergency number: Dispatch: (800) (510) Hotline: Emergency Number: (510) (916) d. Service Contacts Belfor Property Restoration * * Call the numbers for contractors written in bold font first. These contractors have active services contracts with CSUEB. Sanitary Sewer Management Plan CSUEB 2015v4.doc Overflow Emergency Response Plan / Page 13

16 Error! No text of specified style in document. Section Seven Fats, Oils, and Grease (FOG) Control Program Fat, oil and grease (FOG) is a major cause of preventable sanitary sewer blockages and overflows that can cause health hazards, damage utilities, and threaten the environment. Campus Food Service Establishments generate FOG through normal kitchen activities. Fat, oil and grease are common and can be found in items such as meat, food scraps, cooking oils, shortening, lards, dairy products, salad dressings, and butter/margarine and are commonly washed into the plumbing system through the sink during clean-up in the kitchen. FOG is an issue, because it doesn t dissolve in water. When it enters the plumbing that discharges directly into the collections system, it can decrease pipe capacity when it cools down by coating the inside of drain pipes, causing slow drainage, and eventually block pipes both within Food Service Establishments internal plumbing and the campus wastewater mains. In extreme cases, sewage can backup into buildings or be discharged into the environment. FOG Source Control Program Overview In 2006, the California State Water Quality Board finalized their statewide approach to reducing sanitary sewer overflows and passed Order No , the Statewide General Waste Discharge Requirement (WDR) for Wastewater Collection Agencies. This WDR requires that all owners/operators of sanitary sewer collection systems develop a Sanitary Sewer Management Plan (SSMP). A FOG Control Program is one of the elements that is now mandated in the State of California to be incorporated within the SSMP. The FOG Control Program is a stand alone program and lists location and capacity of the grease traps and interceptors. FOG Source Control Program Objectives The FOG Source Control Program objectives include: Reducing the amount of FOG originating from Food Service Establishments from entering the campus sewer system. Protecting the environment by eliminating FOG related collection system backups and overflows. Eliminating storm water pollution sources associated with unauthorized activities such as washing kitchen mats and restaurant equipment and other maintenance activities in outdoor areas that discharge to the Storm Water Collection System. Continuing to comply with applicable City of Hayward, the State of California, and other regulatory requirements. Sanitary Sewer Management Plan CSUEB 2015v4.doc Fats, Oils, and Grease (FOG) Control Program / Page 14

17 Error! No text of specified style in document. Grease Removal Devices Campus Food Service Establishments have grease removal devices, commonly referred to as grease traps or grease interceptors. Both devices are primary grease removal devices that are designed and work in the same way, by separating and retaining free-floating fat, oil and grease (FOG). The difference between the two types of grease removal devices is basically the size and physical location of the unit. Grease interceptors are larger units that are typically located in-ground and outside of the building s exterior. Grease traps are much smaller units, typically located under kitchen sinks, but can be installed outside. Bulk kitchen grease is transferred directly to tallow bins, that are subsequently removed by a third party for recycling. Grease Removal Device Sizing During new construction, sizing and installations is determined by the Planning, Design & Construction Department. FOG Elimination & Reduction Training Campus Food Services are contracted and trained through Aramark. Campus Food Service workers are trained in managing fats, oils, and grease from food service operations. All kitchen staff, from student workers to head chefs and administrators, receive this training prior to performing any tasks. Aramark personnel conduct the training. Most grease related tasks, such as transferring cooking oil to the tallow bins, is overseen by lead kitchen personnel. Procedures Fatty substances are scraped from dishes into solid waste bins before they are placed in the dishwasher. Cooking oil is transferred directly to third party tallow bins. Maintenance The required maintenance frequency for grease interceptors and traps depends greatly on the amount of FOG a facility generates as well as any best management practices (BMPs) that the establishment implements to reduce the FOG discharged into its sanitary sewer system and manufacturer s recommendation. In many cases, BMP implementation will realize financial benefit through reduced service frequency maintenance. Refer to the Best Management Practices (BMP s) document for examples of kitchen and maintenance procedures that will limit the build up of FOG in the entire system. Sanitary Sewer Management Plan CSUEB 2015v4.doc Fats, Oils, and Grease (FOG) Control Program / Page 15

18 Error! No text of specified style in document. Section Eight System Evaluations and Capacity Assurance Plan 8.1 Regulatory Requirements for System Evaluation and Capacity Assurance The WDRs require that CSUEB prepare and implement a Capital Improvement Project (CIP) that will provide hydraulic capacity of key sanitary sewer system elements for dry weather peak flow conditions, as well as the appropriate design storm and wet weather event. At a minimum, the plan must include: a. Evaluation: Actions needed to evaluate those portions of the sanitary sewer system that are experiencing or contributing to an SSO discharge caused by hydraulic deficiency. The valuation must provide estimates of peak flows (including flows from SSOs that escape from the system) associated with conditions similar to those causing overflow events, estimates or the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events; b. Design Criteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; c. Capacity Enhancement Measures: The steps needed to establish a short- and longterm CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, I/I reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources of funding; and d. Schedule: The Enrollee shall develop a schedule of completion dates for all portions for the capital improvement program developed in (a)-(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update requirements as described in Section D.14 of the WDRs. 8.2 Discussion on System Evaluation and Capacity Assurance Plan CSUEB s most recent efforts in performing an evaluation of its sanitary sewer system are documented in the CSUEB Utility Infrastructure Master Plan. The Master Plan was prepared in September 2009 and includes an evaluation of the utilities currently servicing the existing CSUEB campus and evaluates specific recommended alternatives for improvements necessary to the infrastructure to support proposed new buildings, major renovations, and building replacements that are included in the University Facilities Master Plan. The following subsections provide a brief summary of the modeled system, flow estimates, and evaluation criteria used in CSUEB s sewer system capacity evaluation to address the components listed in Section 8.1 and as required by the WDRs Evaluation The capacity assessment completed as part of the Utility Infrastructure Master Plan was based on estimating sewage generation and flows in the wastewater lines. The following is excerpted from the CSUEB Master Plan The campus sanitary sewer system discharges to the City of Hayward s system via an 8-inch diameter sewer line along Carlos Bee Boulevard. There are four main branches discharging into that sanitary sewer: Sanitary Sewer Management Plan CSUEB 2015v4.doc System Evaluations and Capacity Assurance Plan / Page 16

19 Error! No text of specified style in document. An 8-inch diameter sanitary sewer running from the Theater to Carlos Bee Boulevard A 15-inch to 18-inch diameter sanitary sewer running from Pioneer Heights southwest of West Loop Road to Carlos Bee Boulevard An 8-inch to 12-inch diameter sanitary sewer running from the Science Building to the West Loop Road sanitary sewer near the Tennis Courts A 6-inch to 8-inch diameter sanitary sewer running from the Art and Education Building to the Science All of the sanitary sewers are gravity flow, except near the Field House where a lift station is located. Existing sanitary sewer flows can be estimated based on water demand. Assuming that 0% of irrigation water flows into the sanitary sewer, and assuming that 100% of water demand at student housing and academic buildings flows into the sanitary sewer, then existing average sanitary sewer flows are approximately 143,000 gpd. Much of the sanitary sewer system piping is clay and was constructed in the 1960s. There have been some backup problems near Robinson Hall and near the Student Services Hub. (The Student Health Services has been replaced with the Recreational Center) An infiltration / inflow study has not been conducted but going to low flow fixtures could increase plugging in the sanitary sewers Design Criteria, Future Development, and Capacity Enhancement Future buildings may be constructed on top of existing sanitary sewers, requiring those sewers to be relocated. These pipelines include: A 12-inch to 15-inch sanitary sewer running between Meiklejohn Hall and the Stadium. It may be possible to leave this sewer in place, depending upon the configuration of the proposed housing in this area. A 12-inch sanitary sewer running between the Science Building and the Student Health Center. At build-out, average sanitary sewer flows would increase to 406,000 gpd and maximum sanitary sewer flows would increase to 572,000 gpd if no efficiency measures are taken and if no buildings are retrofitted. Implementation of retrofits and efficiencies would reduce these numbers significantly. This maximum flow rate equates to about 397 gpm. Most of the increased flows will come from new student housing. The sanitary sewers in these areas will therefore need to be replaced (see Figure 53 of the Master Plan). Specifically: The existing 18-inch diameter sanitary sewer from Pioneer Heights to Parking Lot B should be replaced with a 24-inch diameter sanitary sewer. A pump station and force main will be required to transport sanitary sewage from the housing proposed for the Tennis Courts area to the sanitary sewer along West Loop Road. The sanitary sewer from Parking Lot B to the Stadium should be replaced to accommodate new buildings. This sanitary sewer should also be upsized to 24-inch diameter to handle the increased flows from new and existing student housing areas. The sanitary sewer from the Stadium should be replaced with an 18-inch diameter sanitary sewer to handle the increased flows from the campus. It should be noted that this diameter is smaller than the pipelines upstream because the pipe slope here is fairly steep (i.e., greater than 0.5 foot per foot). There is limited information available on the existing inverts, so conservative slopes were assumed. It may be possible to down size some of these new pipelines if the slopes available are greater than assumed. Sanitary Sewer Management Plan CSUEB 2015v4.doc System Evaluations and Capacity Assurance Plan / Page 17

20 Error! No text of specified style in document Schedule CSUEB s Utility Infrastructure Master Plan identifies the wastewater collection system projects necessary to address projected demands. These projects will be designed and implemented as parts of the specific projects. At this time there is no schedule. Sanitary Sewer Management Plan CSUEB 2015v4.doc System Evaluations and Capacity Assurance Plan / Page 18

21 Error! No text of specified style in document. Section Nine SSMP Audits This chapter discusses the SSMP Auditing Program. 9.1 Regulatory Requirements for SSMP Program Audits The WDRs require that the agency conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must occur very two (2) years and a report must be prepared and kept on file. This audit shall focus on evaluating the effectiveness of the SSMP and the agency s compliance with the SSMP requirements identified, including identification of any deficiencies in the SSMP and the steps taken to correct them. 9.2 Discussion of SSMP Program Audits CSUEB must complete bi-annual audits of its SSMP. Any modifications identified while monitoring the implementation of this SSMP will be officially noted during the SSMP bi-annual audit to ensure this SSMP is up-to-date. The audit may be completed internally, and CSUEB has the option of having the audit performed by an appropriate third party auditor or a neighboring and similar campus. The audit may include, but not be limited to: Reviewing the progress made on the development of the SSMP goals Reviewing the status of the SSMP programs implemented Identifying the improvements necessary to various SSMP programs Describing system improvements within the two (2) year audit period Describing system improvements planned for the upcoming two (2) years Reviewing data related to SSO occurrences Upon completion of the audit, CSUEB must retain the audit report on file or include it in the SSMP in compliance with the WDRs. Sanitary Sewer Management Plan CSUEB 2015v4.doc SSMP Audits / Page 19

22 Error! No text of specified style in document. Section Ten Communication Program The primary objective of the Communication Program is to increase public awareness of sanitary sewer system issues, to promote a sense of stewardship for the campus system and facilitate its efforts towards the effective and efficient management, operation, and maintenance of the sanitary sewer system. This chapter of the SSMP discusses CSUSM s efforts to educate and inform the staff and stakeholders regarding the proper use of the sanitary sewer system Regulatory Requirements for Public Education and Outreach The WDRs require CSUEB to communicate on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system shall provide the public the opportunity to provide input to the campus as the program is developed and implemented Discussion of the Communication Program The Environmental Health and Safety Department communicates to the campus community regarding the development, implementation, and performance of the SSMP. The plan is posted on the CSUEB website for the campus community to review and comment. Additionally, the department will provide interested parties with status updates on the implementation of the components of the SSMP and will also consider comments made by interested parties. Sanitary Sewer Management Plan CSUEB 2015v4.doc Communication Program / Page 20

23 Error! No text of specified style in document. Attachment 1 Reporting Requirements STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD ORDER NO. WQ EXEC: AMENDING MONITORING AND REPORTING PROGRAM FOR STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS Sanitary Sewer Management Plan CSUEB 2015v4.doc Reporting Requirements / Page 21

24 STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD ORDER NO. WQ EXEC AMENDING MONITORING AND REPORTING PROGRAM FOR STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State of California, Water Resources Control Board (hereafter State Water Board) finds: 1. The State Water Board is authorized to prescribe statewide general Waste Discharge Requirements (WDRs) for categories of discharges that involve the same or similar operations and the same or similar types of waste pursuant to Water Code section 13263(i). 2. Water Code section et seq. requires the Regional Water Quality Control Boards (Regional Water Boards) and the State Water Board (collectively, the Water Boards) to gather Sanitary Sewer Overflow (SSO) information and make this information available to the public, including but not limited to, SSO cause, estimated volume, location, date, time, duration, whether or not the SSO reached or may have reached waters of the state, response and corrective action taken, and an enrollee's contact information for each SSO event. An enrollee is defined as the public entity having leg a! authority over the operation and maintenance of, or capital improvements to, a sanitary sewer system greater than one mile in length. 3. Water Code section 13271, et seq. requires notification to the California Office of Emergency Services (Cal OES), formerly the California Emergency Management Agency, for certain unauthorized discharges, including SSOs. 4. On May 2, 2006, the State Water Board adopted Order DWQ, "Statewide Waste Discharge Requirements for Sanitary Sewer Systems" 1 (hereafter SSS WDRs) to comply with Water Code section and to establish the framework for the statewide SSO Reduction Program. 5. Subsection G.2 of the SSS WDRs and the Monitoring and Reporting Program (MRP) provide that the Executive Director may modify the terms of the MRP at any time. 6. On February 20, 2008, the State Water Board Executive Director adopted a revised MRP for the SSS WDRs to rectify early notification deficiencies and ensure that first responders are notified in a timely manner of SSOs discharged into waters of the state. 7. When notified of an SSO that reaches a drainage channel or surface water of the state, Cal OES, pursuant to Water Code section (a)(3), forwards the SSO notification information 2 to local government agencies and first responders including local public health officials and the applicable Regional Water Board. Receipt of notifications for a single SSO event from both the SSO reporter 1 Available for download at: decisions/adopted orders/water guality/2006/wgo/wgo pdf 2 Cal OES Hazardous Materials Spill Reports available Online at: and

25 Monitoring and Reporting Program Order No. WQ EXEC Statewide Waste Discharge Requirements for Sanitary Sewer Systems Page 2 of2 and Cal OES is duplicative. To address this, the SSO notification requirements added by the February 20, 2008 MRP revision are being removed in this MRP revision. 8. In the February 28, 2008 Memorandum of Agreement between the State Water Board and the California Water and Environment Association (CWEA), the State Water Board committed to redesigning the CIWQS 3 Online SSO Database to allow "event" based SSO reporting versus the original "location" based reporting. Revisions to this MRP and accompanying changes to the CIWQS Online SSO Database will implement this change by allowing for multiple SSO appearance points to be associated with each SSO event caused by a single asset failure. 9. Based on stakeholder input and Water Board staff experience implementing the SSO Reduction Program, SSO categories have been revised in this MRP. In the prior version of the MRP, SSOs have been categorized as Category 1 or Category 2. This MRP implements changes to SSO categories by adding a Category 3 SSO type. This change will improve data management to further assist Water Board staff with evaluation of high threat and low threat SSOs by placing them in unique categories (i.e., Category 1 and Category 3, respectively). This change will also assist enrollees in identifying SSOs that require Cal OES notification. 10. Based on over six years of implementation of the SSS WDRs, the State Water Board concludes that the February 20, 2008 MRP must be updated to better advance the SSO Reduction Program 4 objectives, assess compliance, and enforce the requirements of the SSS WDRs. IT IS HEREBY ORDERED THAT: Pursuant to the authority delegated by Water Code section 13267{f), Resolution , and Order DWQ, the MRP for the SSS WDRs (Order DWQ) is hereby amended as shown in Attachment A and shall be effective on September 9, Date 3 California Integrated Water Quality System (CIWQS) publicly available at waterboards.ca.gov/ciwgs/publicreports.shtml 4 Statewide Sanitary Sewer Overflow Reduction Program information is available at: issues/proqrams/sso/